CN106499194A - The erection method of high-rise frame steel construction measuring instrument - Google Patents
The erection method of high-rise frame steel construction measuring instrument Download PDFInfo
- Publication number
- CN106499194A CN106499194A CN201610948848.6A CN201610948848A CN106499194A CN 106499194 A CN106499194 A CN 106499194A CN 201610948848 A CN201610948848 A CN 201610948848A CN 106499194 A CN106499194 A CN 106499194A
- Authority
- CN
- China
- Prior art keywords
- steel
- measuring instrument
- frame
- construction
- steel column
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 92
- 239000010959 steel Substances 0.000 title claims abstract description 92
- 238000010276 construction Methods 0.000 title claims abstract description 41
- 238000000034 method Methods 0.000 title claims abstract description 23
- 238000009434 installation Methods 0.000 claims abstract description 22
- 238000012937 correction Methods 0.000 claims abstract description 5
- 238000005259 measurement Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000013459 approach Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 210000001503 joint Anatomy 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16M—FRAMES, CASINGS OR BEDS OF ENGINES, MACHINES OR APPARATUS, NOT SPECIFIC TO ENGINES, MACHINES OR APPARATUS PROVIDED FOR ELSEWHERE; STANDS; SUPPORTS
- F16M11/00—Stands or trestles as supports for apparatus or articles placed thereon ; Stands for scientific apparatus such as gravitational force meters
- F16M11/02—Heads
- F16M11/04—Means for attachment of apparatus; Means allowing adjustment of the apparatus relatively to the stand
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The present invention relates to a kind of erection method of high-rise frame steel construction measuring instrument, comprises the steps：Carry out section framework steel column and the construction of associated frame members steel girder erection under framework；For installation frame structure the superiors platform steel beam position chooses a steel column 1800Scope sets up the temporary operating platform of width 1m；Arrange in the connection otic placode of framework steel column upper end and horizontal shore is installed；Measuring instrument is set up using horizontal shore；Record is measured to the perpendicularity of installation steel structure frame, axle alignment and its elevation data by measuring instrument；According to surveying record data for the steel structure frame that has installed is adjusted correction；Remove horizontal shore and its operating platform.The present invention is applied to a kind of method that high-rise frame steel construction measuring instrument is installed, and simple structure is easy to carry, easy installation and removal, reduces construction cost, improves efficiency of construction.
Description
Technical field：
The present invention relates to a kind of construction techniques, specifically, is to be related to a kind of frame of high-rise frame steel construction measuring instrument
Equipment, method and installation construction device.
Background technology：
There are following two methods the position that measuring instrument sets up during live conventional construction, i.e.,：One measuring instrument is positioned over
Firm ground；Its two measuring instrument is positioned over the scope of operation.
But for high-rise steel structure framework girder steel, framework steel column erecting bed, usually scene elder generation installation frame structure, so
Construct afterwards framework platform floor support plate+concrete, and often frame structure is prior to more than 6 ~ 9 layers of construction operation floor face that is, two
Person is asynchronous construction, is that this is surveyed for the measurement work of framework steel column, steel girder erection is accomplished by setting up using existing structure
Measuring appratus are operated, so as to correct the perpendicularity of installation steel structure frame, axle alignment and its elevation data, for
The record numerical value set up measured by instrument of measuring instrument carries out structural adjustment correction, finally carries out each installation according to construction technology
The bolt weldering operation of node, then transferring next procedure carries out floor support plate+concrete construction operation.
Work is measured in the floor support plate+concrete-steel beams place platform for not having to construct, following two are perhaps had
The mode of kind is selected i.e.：
One, the situation for setting up operating platform in measurement position；
Two, the interim situation for making support operating platform is placed in measurement position；
Above both approaches are then limited in some complex environment engineerings, it is impossible to meet execution conditions or be constructed into
This is excessive it is not recommended that taking, its reason is analyzed as follows respectively：
First method arranges workmen to set up operating platform in installation position using steel scaffold tubes and its wooden springboard, this
Any is set up this and carries out the presence of certain potential safety hazard and its risk in high-altitude, and material requirement will not necessarily be lacked, and steel
But quickly, this is accomplished by substantial amounts of material is constantly set up and is increased operating platform structure installation progress.Still more operating platform
Set up and remove, high cost and uneconomical, this scheme is general it is not recommended that choosing.
Second method is placed steel construction and makes support temporarily to complete construction task, and this point makes support itself temporarily
Limited by the construction of height and safety and required, construction is had certain security risk.Above-mentioned falsework is also required to utilize back and forth
Crane is shifted, quantities greatly, high cost and uneconomical, this scheme proposalses are inadvisable.
Content of the invention：
For above-mentioned deficiency of the prior art, the present invention provides a kind of simple structure, the high-rise frame steel of easy installation and removal
The erection method of structure measurement instrument.
The technical solution used in the present invention is：
A kind of erection method of high-rise frame steel construction measuring instrument, comprises the steps：
Step 1, carries out lower section steel structure frame steel column and the construction of associated frame members steel girder erection；
Step 2, for installation frame structure the superiors platform steel beam position chooses a steel column 1800Scope sets up radius 1m
Simple temporary operating platform；
Step 3, arranges in the connection otic placode of framework steel column upper end and installs horizontal shore；Measuring instrument is set up on horizontal shore
Device；
Step 4, is carried out to the perpendicularity of installation steel structure frame, axle alignment and its elevation data by measuring instrument
Surveying record；
Step 5, according to surveying record data for the steel structure frame that has installed is adjusted correction；
Step 6, removes horizontal shore and its operating platform；
Step 7, carries out each bolt weldering operation for installing node, concrete construction operation according to construction process requirement.
The horizontal shore includes rectangular horizontal plate and angle steel；The rectangular horizontal plate is by bolt and the side of angle steel
Surface is connected；Another side of the angle steel is connected with the installing hole of framework steel column upper end connection otic placode by bolt.
The structure of the installation frame the superiors platform steel beam position chooses a steel column, using the steel column top 900Four
Individual direction or 1800In the connection of both direction, any side monolithic connection otic placode of section steel column is used as the fulcrum for setting up instrument.
The columnar projections are bolt, and bolt end is connected with the screwed hole of rectangular horizontal plate.
The beneficial effect of hinge structure of the present invention：
The installation method of high-rise frame steel construction measuring instrument of the present invention, simple structure are easy to carry, easy installation and removal, drop
Low construction cost, improves efficiency of construction.
Description of the drawings：
Fig. 1 is the structural representation of the erection method of high-rise frame steel construction measuring instrument of the present invention；
Fig. 2 is the A-A cross section structure diagrams of Fig. 1；
Fig. 3 is the B-B structural representations of Fig. 2；
Fig. 4 is that measuring apparatus set up rectangular horizontal plate structure schematic diagram.
Critical piece symbol description in accompanying drawing：
In figure：
1st, measuring apparatus set up rectangular horizontal plate
2nd, angle cleat
3rd, connection otic placode
4th, connecting bolt
5th, measuring instrument（All kinds of measuring instruments：Level meter, total powerstation, theodolite etc.）
6th, framework steel column
7th, temporary operating platform
8th, platform framework girder steel.
Specific embodiment：
Referring to the drawings and embodiment the present invention will be described in detail：
Accompanying drawing 1-4 understands that a kind of erection method of high-rise frame steel construction measuring instrument comprises the steps：
Step 1, carries out lower section steel structure frame steel column and the construction of associated frame members steel girder erection；
Step 2, for installation frame structure the superiors platform steel beam position chooses a steel column 1800Scope sets up radius 1m
Simple temporary operating platform；
Step 3, arranges in the connection otic placode of framework steel column upper end and installs horizontal shore；Measuring instrument is set up on horizontal shore
Device；
Step 4, is carried out to the perpendicularity of installation steel structure frame, axle alignment and its elevation data by measuring instrument
Surveying record；
Step 5, according to surveying record data for the steel structure frame that has installed is adjusted correction；
Step 6, removes horizontal shore and its operating platform；
Step 7, carries out each bolt weldering operation for installing node, concrete construction operation according to construction process requirement.
The horizontal shore includes rectangular horizontal plate and angle steel；The rectangular horizontal plate is by bolt and the side of angle steel
Surface is connected；The another side of the angle steel is connected with the installing hole of framework steel column upper end connection otic placode by bolt, institute
State rectangular horizontal plate and be provided with rectangle installing hole, for installing detecting instrument and being connected with connection otic placode.
The structure of the installation frame the superiors platform steel beam position chooses a steel column, using the steel column top 900Four
Individual direction or 1800In the connection of both direction, any side monolithic connection otic placode of section steel column is used as the fulcrum for setting up instrument.
The columnar projections are bolt, and bolt end is connected with the screwed hole of rectangular horizontal plate.
It should be noted is that：No matter steel structure column section is any form（H profile steel post, cross steel column, steel pipe column
Or special-shaped steel column etc.）The upper and lower merogenesis of its steel column routinely needs four groups of interim otic placodes（Regular situation branch is in steel column end 900Four
Individual direction or 1800The each group connecting plate of both direction）Bolt connection is carried out, treats to save steel column butt joint mouth up and down to be welded to connect finishing,
And detect qualified after the interim otic placode of cutting disassembling immediately, we are exactly the one of which using lower segmented column top otic placode（According to existing
Field physical location is chosen）Carry out erection instrument and measure operation.
The installation method of high-rise frame steel construction measuring instrument of the present invention and erecting device, simple structure, are easy to carry, peace
Dress convenient disassembly, reduces construction cost, improves efficiency of construction.
The above, is only presently preferred embodiments of the present invention, not the structure of the present invention is made any pro forma
Limit.Any simple modification, equivalent variations and modification that every technical spirit according to the present invention is made to above example,
Belong in the range of technical scheme.
Claims (4)
1. a kind of erection method of high-rise frame steel construction measuring instrument, comprises the steps：
Step 1, carries out lower section steel structure frame steel column and the construction of associated frame members steel girder erection；
Step 2, for installation frame structure the superiors platform steel beam position chooses a steel column 1800Scope sets up radius 1m's
Simple temporary operating platform；
It is characterized in that：
Step 3, arranges in the connection otic placode of framework steel column upper end and installs horizontal shore；Measuring instrument is set up on horizontal shore
Device；
Step 4, by measuring instrument to the perpendicularity of installation steel structure frame steel column and framework girder steel, axle alignment and
Its elevation data measures record；
Step 5, according to surveying record data for the steel structure frame that has installed is adjusted correction；
Step 6, removes horizontal shore and its operating platform；
Step 7, carries out each bolt weldering operation for installing node, concrete construction operation according to construction process requirement.
2. the installation method of high-rise frame steel construction measuring instrument according to claim 1, it is characterised in that：The level
Support includes rectangular horizontal plate and angle steel；The rectangular horizontal plate is connected with a side surface of angle steel by bolt；The angle
The another side of steel is connected with the installing hole of framework steel column upper end connection otic placode by bolt.
3. the erection method of high-rise frame steel construction measuring instrument according to claim 2, it is characterised in that：Described install
Frame structure the superiors platform steel beam position chooses a steel column, using the steel column top 900Four direction or 1800Both direction
Connection on save any side monolithic connection otic placode of steel column as the fulcrum for setting up instrument.
4. the erection method of high-rise frame steel construction measuring instrument according to claim 3, it is characterised in that：The column is convex
It is bolt to rise, and bolt end is connected with the screwed hole of rectangular horizontal plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610948848.6A CN106499194A (en) | 2016-10-26 | 2016-10-26 | The erection method of high-rise frame steel construction measuring instrument |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610948848.6A CN106499194A (en) | 2016-10-26 | 2016-10-26 | The erection method of high-rise frame steel construction measuring instrument |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106499194A true CN106499194A (en) | 2017-03-15 |
Family
ID=58322990
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610948848.6A Pending CN106499194A (en) | 2016-10-26 | 2016-10-26 | The erection method of high-rise frame steel construction measuring instrument |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106499194A (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09203210A (en) * | 1996-01-29 | 1997-08-05 | Penta Ocean Constr Co Ltd | Mounting device of structural steel erection perpendicular measurement means |
| JP2001032527A (en) * | 1999-07-19 | 2001-02-06 | Matsumoto Komuten:Kk | Reerecting device and method for long member |
| CN102465601A (en) * | 2010-11-17 | 2012-05-23 | 五冶集团上海有限公司 | Method for installing main body frame steel structure of benzene hydrogenation project |
| CN102704693A (en) * | 2012-06-06 | 2012-10-03 | 绍兴县现代建筑工程有限公司 | Construction method of ultra-high layer steel structure in low-temperature environment |
-
2016
- 2016-10-26 CN CN201610948848.6A patent/CN106499194A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09203210A (en) * | 1996-01-29 | 1997-08-05 | Penta Ocean Constr Co Ltd | Mounting device of structural steel erection perpendicular measurement means |
| JP2001032527A (en) * | 1999-07-19 | 2001-02-06 | Matsumoto Komuten:Kk | Reerecting device and method for long member |
| CN102465601A (en) * | 2010-11-17 | 2012-05-23 | 五冶集团上海有限公司 | Method for installing main body frame steel structure of benzene hydrogenation project |
| CN102704693A (en) * | 2012-06-06 | 2012-10-03 | 绍兴县现代建筑工程有限公司 | Construction method of ultra-high layer steel structure in low-temperature environment |
Non-Patent Citations (1)
| Title |
|---|
| 《建筑技术》 * |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109056548B (en) | Steel arch construction method | |
| CN105019639B (en) | Overhead cantilever formwork and its construction method | |
| CN104088467B (en) | A kind of large Steel Cantilever truss structure high-altitude construction Deformation monitoring method | |
| EP3786605B1 (en) | Construction method for a cantilever beam on a central pier | |
| CN102787560B (en) | Integrated construction method of support of large cantilevered capping beam and vertical column | |
| CN108678398B (en) | Pre-assembly method for steel structure truss of reinforced layer of super high-rise building | |
| CN110006674A (en) | A kind of monitoring method of high form-tie assembly Instability real-time early warning | |
| CN113463522A (en) | Auxiliary device and method for bent cap construction | |
| CN106223623A (en) | Steel construction box arched roof truss installation method | |
| CN115977401A (en) | High-altitude installation method for steel structure | |
| CN105423880B (en) | A kind of method for hanging main push-towing rope measurement deflection of bridge span | |
| CN112096090B (en) | Large-span space pipe truss single-point support butt joint step-by-step unloading device and construction method | |
| CN106351246A (en) | Installing method of the integral sleeve of a kind of T -bolt (diameter <= 48mm) | |
| CN105735228B (en) | High-lift tooth climbs formula ship lift rack system construction method and installation accuracy control method | |
| CN111549815A (en) | Steel structure foundation bolt pre-embedding construction method | |
| CN106499194A (en) | The erection method of high-rise frame steel construction measuring instrument | |
| CN103174155A (en) | Reverse construction method for erecting steel column and pouring concrete foundation later and steel support for construction | |
| CN116446293A (en) | Construction method of concrete beam cable guide pipe of cable-stayed bridge | |
| CN108179749B (en) | Lattice column positioner and positioning method thereof | |
| CN104831928A (en) | Construction method for high-altitude large-span concrete connected structure formwork supporting steel platform | |
| CN104964674A (en) | Control net used for large structure building size | |
| CN212077591U (en) | Component hoisting walking foundation under complex environment of large railway station house | |
| CN105113542B (en) | Underground station construction overhanging system and underground station construction method | |
| CN208366235U (en) | The device of splice sections lateral displacement and Vertical Settlement at wide bridge fulcrum is spelled in a kind of measurement | |
| CN110205944A (en) | A kind of observation platform device suitable for Large Span Bridges girder steel construction survey |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170315 |
|
| RJ01 | Rejection of invention patent application after publication |